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3D Steel Platform
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Description
Steel platform consisting of two two-hinged frames with platform beams as trusses
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Keywords
Steel platform; Two-hinged frame Platform beam Truss
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Creating Member with Variable SHAPE-THIN Cross-Section
In RFEM and RSTAB, it is possible to analyze members with a variable cross-section, which can also consist of freely defined SHAPE‑THIN cross-sections. For the determination of internal forces and deformations, the cross-section properties are interpolated.
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Material Database with Steels According to the Australian Standard AS/NZS 4600:2005
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.Frequently Asked Questions (FAQ)
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
- How can I model a weld, for example as a fillet weld?
- How can I additionally model welds for the connection of two surfaces with a contact solid?
- I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- I would like to use surface releases to model a bolt connection, which can only absorb compressive stresses from the support. Unfortunately, I cannot do this because my model is always unstable. Is there a model as a template?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
- Can I quickly optimize all cross-sections in my model by using internal forces?
- What is the difference between the RF‑/STEEL and RF‑/STEEL EC3 add-on modules?
- I compare the flexural buckling design according to the equivalent member method and the internal forces according to the linear static analysis with the stress calculation according to the second-order analysis including imperfections. The differences are very large. What is the reason?